SIST EN 846-5:2012
(Main)Methods of test for ancillary components for masonry - Part 5: Determination of tensile and compressive load capacity and load displacement characteristics of wall ties (couplet test)
Methods of test for ancillary components for masonry - Part 5: Determination of tensile and compressive load capacity and load displacement characteristics of wall ties (couplet test)
This European Standard specifies the couplet method for determining the tensile and compressive load capacity and load displacement characteristics of wall ties embedded in mortar joints. The test is intended for ties used for connecting together two leaves of masonry and for the mortar bedded end of ties for connecting masonry leaves to other structures.
Prüfverfahren für Ergänzunsbauteile für Mauerwerk - Teil 5: Bestimmung der Zug- und Drucktragfähigkeit sowie der steifigkeit von Mauerankern (steinpaar-Prüfung)
Diese Europäische Norm legt das Steinpaar-Verfahren zur Bestimmung der Zug- und Drucktragfähigkeit sowie der Lastverschiebungseigenschaften von in Mörtelfugen eingebetteten Mauerankern fest. Die Prüfung ist vorgesehen für Anker, die zur Verbindung von zwei Mauerwerksschalen verwendet werden, und für das in Mörtel eingebettete Ende von Ankern zur Verbindung von Mauerwerksschalen mit anderen Konstruktionen.
Méthodes d'essai pour composants auxiliarires de maçonnerie - Partie 5: Détermination de la capacité de charge de traction et de compression et de la rigidité d'attaches de murs (essai sur paire)
La présente Norme européenne décrit une méthode d'essai permettant de déterminer la charge admissible à la traction et à la compression et les caractéristiques effort-déformation des attaches murales ancrées dans des joints de mortier. L'essai est conçu pour des attaches prévues pour relier deux parois de maçonnerie ou deux murs à angles droits. Il s'applique également à des attaches utilisées pour relier les bords de murs de remplissage aux cadres ou aux ossatures qui les entourent.
Metode preskušanja dodatnih komponent zidovine - 5. del: Ugotavljanje natezne in tlačne nosilnosti ter lastnosti sila-pomik zidnih veznih stremen (preskus z dvema zidakoma)
Ta evropski standard določa metodo z dvema zidakoma za ugotavljanje natezne in tlačne nosilnosti ter lastnosti sila-pomik zidnih veznih stremen v malti med dvema zidakoma. Preskus je namenjen za vezna stremena, ki se uporabljajo za povezavo dveh slojev zidovine, in za konce veznih stremen v malti za povezavo slojev zidovine z drugimi strukturami.
General Information
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Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 846-5:2012
01-oktober-2012
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SIST EN 846-5:2001
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Methods of test for ancillary components for masonry - Part 5: Determination of tensile
and compressive load capacity and load displacement characteristics of wall ties (couplet
test)
Prüfverfahren für Ergänzunsbauteile für Mauerwerk - Teil 5: Bestimmung der Zug- und
Drucktragfähigkeit sowie der steifigkeit von Mauerankern (steinpaar-Prüfung)
Méthodes d'essai pour composants auxiliarires de maçonnerie - Partie 5: Détermination
de la capacité de charge de traction et de compression et de la rigidité d'attaches de
murs (essai sur paire)
Ta slovenski standard je istoveten z: EN 846-5:2012
ICS:
91.080.30 Zidane konstrukcije Masonry
SIST EN 846-5:2012 en,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 846-5:2012
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SIST EN 846-5:2012
EUROPEAN STANDARD
EN 846-5
NORME EUROPÉENNE
EUROPÄISCHE NORM
August 2012
ICS 91.080.30 Supersedes EN 846-5:2000
English Version
Methods of test for ancillary components for masonry - Part 5:
Determination of tensile and compressive load capacity and load
displacement characteristics of wall ties (couplet test)
Méthodes d'essai des composants accessoires de Prüfverfahren für Ergänzunsbauteile für Mauerwerk - Teil 5:
maçonnerie - Partie 5: Détermination de la charge Bestimmung der Zug- und Drucktragfähigkeit sowie der
admissible à la traction et à la compression, et des Steifigkeit von Mauerankern (steinpaar-Prüfung)
caractéristiques effort-déformation des attaches murales
This European Standard was approved by CEN on 11 February 2012.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European
Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national
standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation
under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same
status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2012 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 846-5:2012: E
worldwide for CEN national Members.
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SIST EN 846-5:2012
EN 846-5:2012 (E)
Contents Page
Foreword . 3
1 Scope. 4
2 Normative references . 4
3 Principle . 4
4 Materials . 5
4.1 Masonry units . 5
4.1.1 Sampling and conditioning . 5
4.1.2 Testing. 5
4.2 Mortar . 5
4.3 Wall ties . 5
5 Apparatus . 5
6 Preparation and storage of test specimens . 6
6.1 General . 6
6.2 Preparation . 6
6.3 Length of embedment of ties in mortar beds . 7
6.4 Storage . 7
7 Procedure . 7
7.1 Setting specimen in test machine . 7
7.2 Test environment . 7
7.3 Loading . 7
8 Expression of results. 8
9 Test report . 8
2
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SIST EN 846-5:2012
EN 846-5:2012 (E)
Foreword
This document (EN 846-5:2012) has been prepared by Technical Committee CEN/TC 125 “Masonry”,
the secretariat of which is held by BSI.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest February 2013, and conflicting national standards shall
be withdrawn at the latest by February 2013.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such
patent rights.
This document supersedes EN 846-5:2000.
The principal changes in this document form the previous edition relate to the tie position, the number
of ties to be tested, the location of the clamp during testing and the treatment of slope and movement
tolerant ties. Ties are to now be placed at the minimum declared embedment length rather than a
length calculated from the tie length and design cavity width. Ten ties are tested in tension and ten in
compression. In the compression tests the ties are loaded over an extended cavity, or alternatively
provision is made for evaluating the cavity section by calculation. Where ties are designed to tolerate
either an induced slope or movement then prior to test they are cycled fifty times through the slope or
movement for which they have been designed.
According to the CEN/CENELEC Internal Regulations, the national standards organisations of the
following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of
Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain,
Sweden, Switzerland, Turkey and the United Kingdom.
3
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SIST EN 846-5:2012
EN 846-5:2012 (E)
1 Scope
This European Standard specifies the couplet method for determining the tensile and compressive
load capacity and load displacement characteristics of wall ties embedded in mortar joints. The test is
intended for ties used for connecting together two leaves of masonry and for the mortar-bedded end
of ties for connecting masonry leaves to other structures.
2 Normative references
The following documents, in whole or in part, are normatively referenced in this document and are
indispensable for its application. For dated references, only the edition cited applies. For undated
references, the latest edition of the referenced document (including any amendments) applies.
EN 771-1, Specification for masonry units — Part 1: Clay masonry units
EN 771-2, Specification for masonry units — Part 2: Calcium silicate masonry units
EN 771-3, Specification for masonry units — Part 3: Aggregate concrete masonry units (Dense and
lightweight aggregates)
EN 771-4, Specification for masonry units — Part 4: Autoclaved aerated concrete masonry units
EN 771-5, Specification for masonry units — Part 5: Manufactured stone masonry units
EN 771-6, Specification for masonry units — Part 6: Natural stone masonry units
EN 772-1, Methods of test for masonry units — Part 1: Determination of compressive strength
EN 772-10, Methods of test for masonry units — Part 10: Determination of moisture content of
calcium silicate and autoclaved aerated concrete units
EN 845-1, Specification for ancillary components for masonry — Part 1: Wall ties, tension straps,
hangers and brackets
EN 998-2, Specification for mortar for masonry — Part 2: Masonry mortar
EN 1015-3, Methods of test for mortar for masonry — Part 3: Determination of consistence of fresh
mortar (by flow table)
EN 1015-7, Methods of test for mortar for masonry — Part 7: Determination of air content of fresh
mortar
EN 1015-11, Methods of test for mortar for masonry — Part 11: Determination of flexural and
compressive strength of hardened mortar
3 Principle
The tie is embedded in a mortar typical of the type for which the tie is specified between a pair
(couplet) of masonry units. The tie is then subjected to tension or compression until failure occurs.
4
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SIST EN 846-5:2012
EN 846-5:2012 (E)
4 Materials
4.1 Masonry units
4.1.1 Sampling and conditioning
Masonry units shall be as specified in accordance with EN 771. All of the masonry units for individual
tests or for making the couplet specimens shall be taken from the same consignment.
The conditioning of masonry units shall be as specified.
Record the method of conditioning the masonry units prior to laying. Measure the moisture content by
mass of autoclaved aerated concrete and calcium silicate units in accordance with EN 772-10.
Record the age of non-autoclaved concrete units at the time of testing the masonry specimens.
4.1.2 Testing
Determine the compressive strength of a sample of masonry units using the method given in
EN 772-1. For non-autoclaved concrete uni
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